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A 10 m high cut has been made at an angle of 38$^{\circ}$ to the horizontal.
advanced geotechnical engineering updated 5.5 years ago by teamques10 ★ 70k
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Explain the primary consolidation by spring analogy system?
advanced geotechnical engineering updated 4.5 years ago by teamques10 ★ 70k
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A 5 m deep canal has side slope of 1:1. The properties of soil are c = 20 kN/m$^{2}$, $\phi_{u}=10^{\circ}$, e=0.8 and G=2.8.
advanced geotechnical engineering updated 5.5 years ago by teamques10 ★ 70k
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In a failed soil slope of soft clay, the failure surface is circular and the centre of rotation is known.
advanced geotechnical engineering updated 5.5 years ago by teamques10 ★ 70k
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Briefly explain different stability checks gravity retaining wall by showing minimum values of factor of safety.
advanced geotechnical engineering updated 4.4 years ago by teamques10 ★ 70k
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A retaining wall 8m high retains sand with $\phi=30^{\circ}$ and $\gamma=24kN/m^{2}$ upto a depth of 4m from the top.
advanced geotechnical engineering updated 5.5 years ago by teamques10 ★ 70k
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Explain briefly Rebhan's graphical method for finding active earth pressure.
advanced geotechnical engineering updated 4.4 years ago by teamques10 ★ 70k
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Determine the active earth pressure on the retaining wall shown in Fig. 1. Take $\gamma_{w}=10 kN/m^{3}$.
advanced geotechnical engineering updated 5.5 years ago by teamques10 ★ 70k
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Check the stability of the cantilever retaining wall shown in Fig. 2.
advanced geotechnical engineering updated 5.5 years ago by teamques10 ★ 70k
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